|
ContID 255389 EST NO 0001 |
Date:05/20/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255389 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | COVINGTON (06360) Platt, Michael C. | ||||||
| Contractor | TODD JOHNSON CONTRACTING INC | MARS ADDR SN 0 | |||||
| 497 DILLEHAY ST | |||||||
| DANVILLE , KY , 40422 | |||||||
| Pay Period | 10/21/2025 TO 05/15/2026 | ||||||
| Date Approved | 05/19/2026 | ||||||
| Primary Proj Number | BR09611102500 | ||||||
| Project No. | STP BRZ 9030 (508) | ||||||
| Primary County | PENDLETON | ||||||
| Name of Road | CR 1110 | ||||||
| Description | ADDRESS DEFICIENCIES OF MILFORD ROAD OVER MILL CREEK (096C00 015N) | ||||||
| Date Let | 09/25/2025 | Formal Acceptance | |||||
| Date Awarded | 10/07/2025 | Date Work Began | 05/08/2026 | ||||
| Date Contract Executed | 10/21/2025 | Open To Traffic | |||||
| Date NTP Issued | 10/21/2025 | Actual Completion Date | |||||
| Current Contract Amount | $660,668.65 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $660,668.65 |
Total Earnings | $18,871.72 |
$0.00 |
$18,871.72 |
|
| Percent Complete | 2.86 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $641,796.93 |
Gross Earnings | $18,871.72 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $18,871.72 |
$0.00 |
18,871.72 |
|||
| Contract Id | 255389 | Change Order Summary |
County | PENDLETON | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (508) | |||||||
| Contractor | TODD JOHNSON CONTRACTING INC | Period | 10/21/2025 TO 05/15/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 255389 | COMMONWEALTH OF KENTUCKY |
County | PENDLETON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR09611102500 | ||||||
| Estimate Nbr | 0001 | Period | 10/21/2025 TO 05/15/2026 | |||||||
| Contractor | TODD JOHNSON CONTRACTING INC | |||||||||
| Project | BR09611102500 | Fed/State Project Number | STP BRZ 9030 (508) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | BR09611102500 | Fed/State Project Number | STP BRZ 9030 (508) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 417.00 | 417.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,875.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 228.00 | 228.000 | 0.000 | 0.000 | 184.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 391.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| Project | BR09611102500 | Fed/State Project Number | STP BRZ 9030 (508) | Category | 0002 ROADWAY | |||||||
| 0035 | ENTRANCE PIPE-18 IN | 00441 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 97.47 | 0.00 | |||
| 0040 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 6.000 | 0.000 | 6.000 | 175.00 | 1,050.00 | 1,050.00 | |
| 0045 | ROADWAY EXCAVATION | 02200 | CUYD | 463.00 | 463.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0050 | GRANULAR EMBANKMENT | 02223 | CUYD | 75.00 | 75.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0055 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 294.91 | 0.00 | |||
| 0060 | WITNESS POST | 02432 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 268.25 | 0.00 | |||
| 0065 | CHANNEL LINING CLASS II | 02483 | TON | 345.00 | 345.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0070 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 8,000.00 | 8,000.00 | 8,000.00 | |
| 0075 | TEMPORARY SIGNS | 02562 | SQFT | 216.00 | 216.000 | 144.000 | 0.000 | 144.000 | 14.63 | 2,106.72 | 2,106.72 | |
| 0080 | EDGE KEY | 02585 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 28.75 | 0.00 | |||
| 0085 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 550.00 | 550.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0095 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,694.00 | 0.00 | |||
| 0100 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0105 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 0110 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 12.00 | 12.000 | 0.000 | 0.000 | 92.08 | 0.00 | |||
| 0115 | STEEL POST TYPE 1 | 06410 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 39.11 | 0.00 | |||
| 0120 | EROSION CONTROL Includes all items necessary for erosion | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0125 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 74.15 | 0.00 | |||
| 0130 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0200 | STRUCTURE EXCAV-SOLID ROCK (ADDED 9-23-25) | 08002 | CUYD | 200.00 | 200.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| Project | BR09611102500 | Fed/State Project Number | STP BRZ 9030 (508) | Category | 0003 BRIDGE | |||||||
| 0135 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 364.00 | 364.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0140 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0145 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0150 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 525.00 | 525.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0155 | CONCRETE-CLASS A | 08100 | CUYD | 174.00 | 174.000 | 0.000 | 0.000 | 1,040.00 | 0.00 | |||
| 0160 | CONCRETE-CLASS AA | 08104 | CUYD | 16.00 | 16.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0165 | STEEL REINFORCEMENT | 08150 | LB | 14,586.00 | 14,586.000 | 0.000 | 0.000 | 1.97 | 0.00 | |||
| 0170 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,275.00 | 1,275.000 | 0.000 | 0.000 | 2.28 | 0.00 | |||
| 0175 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 354.12 | 0.00 | |||
| 0180 | CONCRETE SEALING | 23378EC | SQFT | 1,991.00 | 1,991.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0185 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| Project | BR09611102500 | Fed/State Project Number | STP BRZ 9030 (508) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0190 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 15,430.00 | 7,715.00 | 7,715.00 | |
| 0195 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,896.00 | 0.00 | |||
| SUBTOT | $18,871.72 |
$18,871.720 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||